HomeMy WebLinkAbout3945-21710
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2 .
1680 --- ----------
10+00
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10+00 11+00 12+00
CONS TRUC TION NOTES
Ol INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
2O INSTALL 18" EXTRA STRENGTH V.C.P. SEWER
O3 CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 ( ID=48" )
4O CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 ( ID=60" )
O5 INSTALL 4" V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125
O INSTALL BACKWATER VALVE DEVICE
O REMOVE PLUG AND JOIN EXISTING 18" V.C.P. SEWER
7?ACT 17436
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
1
13+07
7
YES
2
14+04
I
NO
3
14+07
,5 15'
NO
4
14+72
YES
5
14+95
LC)
YES
6
15+69
Q
NO
7
17+09
NO
8
17+29
NO
9
18+69
YES
10
18+89
DRAWN BY.
NO
11
20+16
760-A S. ROCHESTER AVENUE
NO
36
1,3+63
"
NO
37
12+91
3
YES
51
19+85
O
NO
52
19+65
NO
53
18+25
CHECKED BY.
NO
54
18+05
YES
55
16+65
S
NO
56
1 16+45
NO
NOTE:
PRIOR TO CONSTRUCTION WORK, THE CONTRACTOR SHALL
POTHOLE TO VERIFY THE LOCATION AND ELEVATION
OF ALL UTILITIES OF POSSIBLE CONTACT.
CITRUS AVENUE
SEE DWG. NO. 3709
SEE SHEET 4 OF 5
o'
W ^.
� � x
W
1� ti � •
� I
3
W I
I I
21' 12'
PROFILE ;
HORIZ I"= 40'
VERT I"= 4'
13+00 14+001 PLAN 1"= 40' 15+00
SCALE IN FEET
40 80 1
CIO Q)
W —
41
5 6 12' 20 20' 12'
CL
Xx
h} ST CL PROP, 12" WATER
52' S2'
112' 40' 40' . 12'
TGP O
POW
DI:L -'l
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N N 89-425,9" E 152.62'(D1
R/W
LAGUNA LANE
REV. I REVISION DESCRIPTION
)<PC-0eD �W/!UG
S=o.00so
E s -
-i f -
Ll
1 f
01 � • � i 1 � i _.
4 - - -- i -
3
�_ 0
f
+_ I — r A
t
_ L_--- -
ALL 332.81 L.F. 18" EXTRA INSTALL 317.87 L.F. 18" EXTRA
STRENGTH V.C.P. SEWER _ _1_ : - _ j STRENGTH V.C.P. SEWER
1 (
- -
F
s
t
1
: r
1
160
:t4,
:
f
T. _. _ _
i
16+00 17+00 18+00 19+00 20+00 21+00
6 0
5 5 5 0
o�
- PROP. R/W� - - - - -
N
ST CL — N
2 N 89'42 59 " E 337.31 ' AoV
PROP. R/W� T
5 5
3 55
(TOS. Q71D.
-'_ 7
CL INTT,
12+32.65 LAGUNA LANE
=11+41.00 TOLEDO WAY
12+39.62 CL MH# 1
r =8+59.00 TOLEDO WAY 4
I
i
TOLEDO WA Y
SEE SHEET 4
DA TF ENGR. CITY DA TF
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/ THIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND S TANDA RDS IN EFFECT.
"� PROP. 8" WATER
,n N 89'4259 E 322.87' J
I
5 5 5 5
6
54 51
r17 1715.
ENDERS
STREET
SPAIN A VENUE
BASIS OF BEARINGS.
�.y� �` _
- _ _h
f +Jf GG4 1 / 2 s
SEE SHEET 3
BRASS CAP IN THE CONCRETE BASE OF
THE CENTFRUNE OF CITRUS AVENUE
=
7
THE SOUTH LEG OF AN SCE TOWER
34' 34'
I
12' 22 22' 12'
35/9 TAKEN ASN 0170'30" W. WAS
,5 15'
OF SAN SEVA/NE RD., 2.65 M/ WEST
USED, AS THE BASIS OF BEARINGS
OF SIERRA AVE
ELEVA TION: # 1428.609
FAR THIS MAP.
QI
Qj
LC)
Prepared Under The Supervision Of
2
Q
�
:
_
PR�ES,13/�
o
AND A SSOCIA TES, INC.
I
DRAWN BY.
TRACT NO. 17438
SCALE:
w 3 No. 36637 c
760-A S. ROCHESTER AVENUE
DJ
LAGUVA LN FR. 87' EAST CITRUS AYE. TO TOLEDO WY
7+
"
Exp: 06-30-06 *
Q
TME Y FROM LA GM LAAE TO EIDERS STREET
3
DESIGNED BY.
DA TE:
—
O
J
EWRS REET FR T LEDO WAY TO SPAN A YENOE
JUNE 2005
'9T CIV 1 �- ��
FOFCq�\F�
�, Date L
CHECKED BY.
APP D
DRAWING NO.
CIO Q)
W —
41
5 6 12' 20 20' 12'
CL
Xx
h} ST CL PROP, 12" WATER
52' S2'
112' 40' 40' . 12'
TGP O
POW
DI:L -'l
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N N 89-425,9" E 152.62'(D1
R/W
LAGUNA LANE
REV. I REVISION DESCRIPTION
)<PC-0eD �W/!UG
S=o.00so
E s -
-i f -
Ll
1 f
01 � • � i 1 � i _.
4 - - -- i -
3
�_ 0
f
+_ I — r A
t
_ L_--- -
ALL 332.81 L.F. 18" EXTRA INSTALL 317.87 L.F. 18" EXTRA
STRENGTH V.C.P. SEWER _ _1_ : - _ j STRENGTH V.C.P. SEWER
1 (
- -
F
s
t
1
: r
1
160
:t4,
:
f
T. _. _ _
i
16+00 17+00 18+00 19+00 20+00 21+00
6 0
5 5 5 0
o�
- PROP. R/W� - - - - -
N
ST CL — N
2 N 89'42 59 " E 337.31 ' AoV
PROP. R/W� T
5 5
3 55
(TOS. Q71D.
-'_ 7
CL INTT,
12+32.65 LAGUNA LANE
=11+41.00 TOLEDO WAY
12+39.62 CL MH# 1
r =8+59.00 TOLEDO WAY 4
I
i
TOLEDO WA Y
SEE SHEET 4
DA TF ENGR. CITY DA TF
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/ THIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND S TANDA RDS IN EFFECT.
"� PROP. 8" WATER
,n N 89'4259 E 322.87' J
I
5 5 5 5
6
54 51
r17 1715.
ENDERS
STREET
SPAIN A VENUE
BASIS OF BEARINGS.
�.y� �` _
- _ _h
f +Jf GG4 1 / 2 s
SEE SHEET 3
BRASS CAP IN THE CONCRETE BASE OF
THE CENTFRUNE OF CITRUS AVENUE
=
7
THE SOUTH LEG OF AN SCE TOWER
34' 34'
I
12' 22 22' 12'
35/9 TAKEN ASN 0170'30" W. WAS
,5 15'
OF SAN SEVA/NE RD., 2.65 M/ WEST
USED, AS THE BASIS OF BEARINGS
OF SIERRA AVE
ELEVA TION: # 1428.609
FAR THIS MAP.
QI
Qj
LC)
Prepared Under The Supervision Of
CITY OF FONTANA, CAL/FORNIA
Q
:
SEWER IMPROVEMENT PLANS
Lkj W
Q
—7
_ cnQ
coW
v Wti W
o���o
Q) o0 50
0 ":--s:71:5 .1�
NLtjv "O o
� II
RECORD DRAWING I
® SG THESE RErO s r RAA`;NGS HAVE BEEN Pyr'^!.RED, !N J
= W rn PART )P,I 14j Or INFOP0,1(ION C:" v IED AND
QL
x N0. 36637 FUR,`iI 1!71 F .-r i ; , THE ENGINEER V I t. NiOT BE
E> RESPON!' !O E --CP 'AN'Y ERRORS OR O v'ii ,IAONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS tY
C"V1A RESULT THE =r
BENCH MARK: 8-17
BASIS OF BEARINGS.
�.y� �` _
- _ _h
f +Jf GG4 1 / 2 s
Aj
BRASS CAP IN THE CONCRETE BASE OF
THE CENTFRUNE OF CITRUS AVENUE
=
7
THE SOUTH LEG OF AN SCE TOWER
AS SHOWN ON RECORD OF SURVEY
I
343' NORTH OF HIGHLAND, 0.2 M/ WEST
35/9 TAKEN ASN 0170'30" W. WAS
OF SAN SEVA/NE RD., 2.65 M/ WEST
USED, AS THE BASIS OF BEARINGS
OF SIERRA AVE
ELEVA TION: # 1428.609
FAR THIS MAP.
Prepared Under The Supervision Of
CITY OF FONTANA, CAL/FORNIA
Q
:
SEWER IMPROVEMENT PLANS
PR�ES,13/�
PREPARED IN THE OFF/CE OF
MADOLE
AND A SSOCIA TES, INC.
cn
DRAWN BY.
TRACT NO. 17438
SCALE:
w 3 No. 36637 c
760-A S. ROCHESTER AVENUE
DJ
LAGUVA LN FR. 87' EAST CITRUS AYE. TO TOLEDO WY
AS SHOWN
"
Exp: 06-30-06 *
ONTARIO, CA 91761
TME Y FROM LA GM LAAE TO EIDERS STREET
�0
DESIGNED BY.
DA TE:
PHONE (9091 937-9151
CFB/EF
EWRS REET FR T LEDO WAY TO SPAN A YENOE
JUNE 2005
'9T CIV 1 �- ��
FOFCq�\F�
�, Date L
CHECKED BY.
APP D
DRAWING NO.
2
i GFB J.ul.
Z Z Z ��
3945
S
RCE 366,17 EXP. 30 06
WENDELL L. /WA TSURU
TY ENGIN R. C. E. 51152 DATE